Research Article
Effect of Rock Particle Content on the Mechanical Behavior of a Soil-Rock Mixture (SRM) via Large-Scale Direct Shear Test
Figure 7
∆τ/∆s ∗ (τmax − s) curves of different rock particle contents under the same normal stress: (a) normal stress σn = 141.5 kPa; (b) normal stress σn = 283.1 kPa; (c) normal stress σn = 424.6 kPa; (d) normal stress σn = 566.2 kPa.
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